Seismic response for an isosceles triangle hill subjected to anti-plane shear waves

Acta Geotechnica - This paper presents an exact, analytical solution to the boundary value problem of the anti-plane (SH) waves scattering by an isosceles triangle hill on an elastic half-space by...     

Coupled thermal–hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity

Acta Geotechnica - Artificial ground freezing (AGF) has been widely used as a temporary soil stabilization and waterproofing technique in geotechnical practices (e.g., tunnel construction). Many...     

Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm

Acta Geotechnica - The squeezing behavior of surrounding rock can be described as the time-dependent large deformation during tunnel excavation, which appears in special geological conditions, such...     

A unified constitutive model for cemented/non-cemented soils under monotonic and cyclic loading

Acta Geotechnica - In this paper, an elastoplastic constitutive model is proposed to uniformly describe the mechanical behavior of cemented/ non-cemented soil under different loading conditions. A...     

Enhanced anisotropic bounding surface plasticity model considering modified spacing ratio of anisotropically consolidated clay

Acta Geotechnica - The critical state of anisotropically consolidated clay is not well captured by the classical anisotropic bounding surface plasticity model without considering the real...     

Effects of reinforcement ratio on seismic performance of hypothetical stations determined by full-scale central column tests

Bulletin of Earthquake Engineering - The reinforcement ratio of central column member has remarkable effect on the seismic behaviour of double-box stations. To investigate the effects of...     

海上顶部双驱动联动隔水管钻探取心技术

我国南海海域分布着大量礁灰岩地层,这种地层具有原生孔隙大、压缩性强、容易变形、强度小等特点,因此易渗透、易破碎、易坍塌。在岛礁上钻探也常常出现断钻、垮孔、埋钻等事故。对于海洋礁灰岩地层钻探,不仅要克服陆地上面临的问题,还需要面对更为复杂的海洋环境。为解决海上特殊地层取心困难问题,基于船载无隔水管钻探系统,开发了海上顶部双驱动联动隔水管钻探取心技术。该钻探取心技术方案在西沙海域4个不同的站位进行了海洋钻探试验。试验结果表明,该技术可实现高效率、高岩心采取率的海上礁灰岩取心目的,取心深度可达130.75 m,具有广阔的推广前景。     

陈化污泥理化特性对泥饼渗透性的影响研究

开展陈化污泥渗透特性研究对于填埋库污泥脱水减量作业具有重要指导意义。选取了8种不同陈化条件下的污泥,开展了压缩排水试验,测定了陈化污泥上清液中可溶性有机物含量和类型,以及陈化污泥聚合体粒径分布与滤液的Zeta电位,并通过皮尔逊相关性分析研究了陈化污泥各物理化学特性间的相互作用。结果表明,随着上清液中可溶性有机物含量的减少、相对腐质化程度的增高与滤液Zeta电位绝对值的增大,陈化污泥的可渗透性增大。同时,当陈化污泥聚合体趋于稳定和粒径增大时,包裹在聚合体中的有机物不易释放到上清液中,陈化污泥可渗透性增大。另外,由于陈化环境的影响,陈化污泥总有机含量变化与上清液中有机物含量变化缺乏一致性,依据陈化污泥有机质含量判断渗透性会造成错误。最后,建立了陈化污泥比阻的影响模型,对于预处理过程中如何改善陈化污泥渗透性具有参考意义。     

基于数据挖掘的土−水特征曲线演化规律研究

土−水特征曲线是非饱和土持水性能和水气运移规律的重要表征,由于其测试过程繁杂、影响因素众多,很难通过系列试验和数学模型全面表达。为探索土的类型和物理状态对土−水特征曲线的影响,以国内外大量试验数据为基础,以反映其形态的3个特征值（进气值、减湿率、残余含水率）为对象,采用数据分析统计方法揭示不同赋存条件对特征值的作用规律,采用机器学习方法探究影响因素的敏感性。研究结果表明：土体的物质组成（颗粒级配、粒径尺度、塑性指数）及赋存状态（密实程度、饱和含水率、干湿循环作用、环境温度）是影响其持水性能的常见分析指标,各影响因素对3个特征值的影响特征既有巨大差异也有相互联系,敏感性成果表明代表黏粒含量的塑性指数和反映密实程度的干密度是影响土体持水性能的最主导因素,给出的特征值分布范围考虑了两个主导因素的影响,具有较强的代表性和借鉴意义。     

贵州都匀大亮锌矿床闪锌矿稀土元素地球化学特征及其指示意义北大核心CSCD

贵州都匀大亮锌矿床是牛角塘铅锌矿田的重要组成部分,目前所开采的对象为近年来在“陡倾斜带”中新发现的矿体,其研究还十分薄弱。本研究采用ICP-MS测试技术,对大亮锌矿闪锌矿进行了稀土元素测试,以揭示该矿床成矿作用。结果表明,10件闪锌矿样品的ΣREE值低,质量分数为(0.15~0.40)×10^(-6)(平均0.24×10^(-6))。样品的LREE/HREE值变化范围为7.07~15.76(平均10.95),(La/Yb)_(N)值范围为4.75~28.57(平均11.54),(La/Sm)_(N)值为2.16~6.01(平均3.49),(Gd/Yb)^(N)值为0.34~3.68(平均1.67)。闪锌矿样品稀土元素呈现轻稀土富集的右倾模式,且轻稀土元素的分异程度远远高于重稀土元素。样品具有显著Eu正异常(δEu为6.60~54.29,平均18.10),无明显的Ce异常(δCe主要为0.93~1.09,平均1.01)。闪锌矿轻稀土富集及显著Eu正异常的特点表明,其稀土元素为矿石初始沉淀时从成矿热液中继承而来,未明显受到后期地质作用的影响。稀土元素特征表明该闪锌矿形成于较低温度和极强还原条件。大亮锌矿闪锌矿Y/Ho比值为11.33~32.17(平均22.71),与区域矿床及地层的对比表明成矿物质主要来自下伏地层,可能有少量来自赋矿围岩。